Bridge Statistics for Lexington, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 259ft / 79.3mTotal length
- $1,380,606,000Total costs
- 33,590Total average daily traffic
- 3,380Total average daily truck traffic
- 35,355Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lexington
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 11960-1969
- 71970-1979
- 61980-1989
- 71990-1999
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 4.3%Excellent
- 17.4%Very good
- 47.8%Good
- 8.7%Satisfactory
- 21.7%Fair
- Bridge Condition - Superstructure
- 4.3%Excellent
- 30.4%Very good
- 34.8%Good
- 13.0%Satisfactory
- 8.7%Fair
- 8.7%Poor
- Bridge Condition - Substructure
- 4.3%Excellent
- 30.4%Very good
- 13.0%Good
- 17.4%Satisfactory
- 13.0%Fair
- 21.7%Poor
- Bridge Condition - Channel
- 24.0%Very good
- 16.0%Good
- 48.0%Satisfactory
- 4.0%Fair
- 4.0%Poor
- 4.0%Serious
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Serious
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Structure Number: 31000120260692, Location: 0.2 MI E SR 17 (Lat: 33.112725, Lng: -90.048886), Route carried "on" structure: State highway 12, Year Built: 1933, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: H 15, Features Intersected: MOCCASIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.805, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.86m (15.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $405,000,000, Roadway Improvement Cost: $41,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000120260692, Location: 0.2 MI E SR 17 (Lat: 33.112725, Lng: -90.048886), Route carried "on" structure: State highway 12, Year Built: 1933, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: H 15, Features Intersected: MOCCASIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.805, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.86m (15.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $405,000,000, Roadway Improvement Cost: $41,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000120260704, Location: 1.4 MI E SR 17 (Lat: 33.107836, Lng: -90.029644), Route carried "on" structure: State highway 12, Year Built: 1956, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.695, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $125,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $377,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120260704, Location: 1.4 MI E SR 17 (Lat: 33.107836, Lng: -90.029644), Route carried "on" structure: State highway 12, Year Built: 1956, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.695, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $125,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $377,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3100017026036, Location: 3.0 MI S SR 12 EAST (Lat: 33.075611, Lng: -90.037761), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: H 15, Features Intersected: GOURDVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.881, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Serious, Culverts: Serious, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
Structure Number: 3100017026036, Location: 3.0 MI S SR 12 EAST (Lat: 33.075611, Lng: -90.037761), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: H 15, Features Intersected: GOURDVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.881, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Serious, Culverts: Serious, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
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Structure Number: 31000170260385, Location: 0.1 MI S SR 12 EAST (Lat: 33.104939, Lng: -90.053464), Route carried "on" structure: State highway 17, Year Built: 1996, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.845, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000170260385, Location: 0.1 MI S SR 12 EAST (Lat: 33.104939, Lng: -90.053464), Route carried "on" structure: State highway 17, Year Built: 1996, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.845, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33000170260387, Location: 0.2 MI E SR 17 ON BYPASS (Lat: 33.109658, Lng: -90.049722), Route carried "on" structure: Bypass State highway 17, Year Built: 1989, Year Reconstructed: 1996, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: MOCCASIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.576, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33000170260387, Location: 0.2 MI E SR 17 ON BYPASS (Lat: 33.109658, Lng: -90.049722), Route carried "on" structure: Bypass State highway 17, Year Built: 1989, Year Reconstructed: 1996, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: MOCCASIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.576, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA2600000000001, Location: SEC 1 T12N R 2E B (Lat: 32.915389, Lng: -90.044056), Route carried "on" structure: County highway 190, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 495 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF CYPRESS CREEK, Facility Carried by Structure: PICKENS-EBENEZER R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000001, Location: SEC 1 T12N R 2E B (Lat: 32.915389, Lng: -90.044056), Route carried "on" structure: County highway 190, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 495 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF CYPRESS CREEK, Facility Carried by Structure: PICKENS-EBENEZER R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000052, Location: SEC 10 T14N R 2E B (Lat: 33.071292, Lng: -90.085044), Route carried "on" structure: County highway 637, Year Built: 1974, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF WILLIAMS CREEK, Facility Carried by Structure: BROZVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000052, Location: SEC 10 T14N R 2E B (Lat: 33.071292, Lng: -90.085044), Route carried "on" structure: County highway 637, Year Built: 1974, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF WILLIAMS CREEK, Facility Carried by Structure: BROZVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000053, Location: SEC 11 T14N R 2E B (Lat: 33.071225, Lng: -90.062683), Route carried "on" structure: County highway 506, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 720 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF WILLIAMS CRK., Facility Carried by Structure: EBENEZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000053, Location: SEC 11 T14N R 2E B (Lat: 33.071225, Lng: -90.062683), Route carried "on" structure: County highway 506, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 720 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF WILLIAMS CRK., Facility Carried by Structure: EBENEZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000085, Location: SEC 15 T15N R 2E (Lat: 33.160750, Lng: -90.079694), Route carried "on" structure: County highway 123, Year Built: 1999, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LONG CREEK, Facility Carried by Structure: UPPER LOUISVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000085, Location: SEC 15 T15N R 2E (Lat: 33.160750, Lng: -90.079694), Route carried "on" structure: County highway 123, Year Built: 1999, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LONG CREEK, Facility Carried by Structure: UPPER LOUISVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000086, Location: SEC 15 T15N R 2E (Lat: 33.162889, Lng: -90.080917), Route carried "on" structure: County highway 123, Year Built: 1999, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LONG CREEK, Facility Carried by Structure: UPPER LOUISVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000086, Location: SEC 15 T15N R 2E (Lat: 33.162889, Lng: -90.080917), Route carried "on" structure: County highway 123, Year Built: 1999, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF LONG CREEK, Facility Carried by Structure: UPPER LOUISVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000087, Location: SEC 27 T15N R 2E B (Lat: 33.118139, Lng: -90.087917), Route carried "on" structure: County highway 635, Year Built: 1989, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 460 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 690 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF BLACK CREEK, Facility Carried by Structure: HOWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: SA2600000000087, Location: SEC 27 T15N R 2E B (Lat: 33.118139, Lng: -90.087917), Route carried "on" structure: County highway 635, Year Built: 1989, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 460 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 690 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF BLACK CREEK, Facility Carried by Structure: HOWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: SA2600000000088, Location: SEC 27 T15N R 2E B (Lat: 33.111531, Lng: -90.073867), Route carried "on" structure: County highway 635, Year Built: 1960, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 690 (year 2043), Design Load: H 15, Features Intersected: OWENS BRANCH, Facility Carried by Structure: HOWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000088, Location: SEC 27 T15N R 2E B (Lat: 33.111531, Lng: -90.073867), Route carried "on" structure: County highway 635, Year Built: 1960, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 690 (year 2043), Design Load: H 15, Features Intersected: OWENS BRANCH, Facility Carried by Structure: HOWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000089, Location: SEC 27 T15N R 2E B (Lat: 33.113931, Lng: -90.070944), Route carried "on" structure: County highway 129, Year Built: 1973, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 15 (year 2043), Design Load: H 15, Features Intersected: OWENS BRANCH, Facility Carried by Structure: BOULEVARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000089, Location: SEC 27 T15N R 2E B (Lat: 33.113931, Lng: -90.070944), Route carried "on" structure: County highway 129, Year Built: 1973, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 15 (year 2043), Design Load: H 15, Features Intersected: OWENS BRANCH, Facility Carried by Structure: BOULEVARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000091, Location: SEC 35 T15N R 2E (Lat: 33.099594, Lng: -90.058778), Route carried "on" structure: County highway 19, Year Built: 1980, Status: Temporarily open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2038), Design Load: H 10, Features Intersected: TRIB TO BLACK CREEK, Facility Carried by Structure: OLD WIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2600000000091, Location: SEC 35 T15N R 2E (Lat: 33.099594, Lng: -90.058778), Route carried "on" structure: County highway 19, Year Built: 1980, Status: Temporarily open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2038), Design Load: H 10, Features Intersected: TRIB TO BLACK CREEK, Facility Carried by Structure: OLD WIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2600000000093, Location: SEC 36 T15N R 2E (Lat: 33.104444, Lng: -90.052500), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 150 (year 2018), Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF BLACK CREEK, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000093, Location: SEC 36 T15N R 2E (Lat: 33.104444, Lng: -90.052500), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 150 (year 2018), Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF BLACK CREEK, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000094, Location: SEC 36 T15N R 2E B (Lat: 33.100667, Lng: -90.049928), Route carried "on" structure: County highway 55, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 15, Features Intersected: TRIB TO BLACK CREEK, Facility Carried by Structure: TARRY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.518, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000094, Location: SEC 36 T15N R 2E B (Lat: 33.100667, Lng: -90.049928), Route carried "on" structure: County highway 55, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 15, Features Intersected: TRIB TO BLACK CREEK, Facility Carried by Structure: TARRY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.518, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000102, Location: SEC 28 T15N R 3E (Lat: 33.121258, Lng: -89.987250), Route carried "on" structure: County highway 59, Year Built: 1973, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: H 15, Features Intersected: SHIP CREEK, Facility Carried by Structure: SAND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000102, Location: SEC 28 T15N R 3E (Lat: 33.121258, Lng: -89.987250), Route carried "on" structure: County highway 59, Year Built: 1973, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: H 15, Features Intersected: SHIP CREEK, Facility Carried by Structure: SAND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000103, Location: SEC 31 T15N R 3E B (Lat: 33.102083, Lng: -90.038667), Route carried "on" structure: County highway 55, Year Built: 1970, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 120 (year 2043), Design Load: H 15, Features Intersected: GOURDVINE CREEK, Facility Carried by Structure: ARENIA-MALLORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $279,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000103, Location: SEC 31 T15N R 3E B (Lat: 33.102083, Lng: -90.038667), Route carried "on" structure: County highway 55, Year Built: 1970, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 120 (year 2043), Design Load: H 15, Features Intersected: GOURDVINE CREEK, Facility Carried by Structure: ARENIA-MALLORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $279,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000104, Location: SEC 33 T15N R 3E (Lat: 33.098767, Lng: -89.995911), Route carried "on" structure: County highway 57, Year Built: 1973, Status: Posted for load, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 45 (year 2043), Design Load: H 15, Features Intersected: TARREY CREEK, Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000104, Location: SEC 33 T15N R 3E (Lat: 33.098767, Lng: -89.995911), Route carried "on" structure: County highway 57, Year Built: 1973, Status: Posted for load, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 45 (year 2043), Design Load: H 15, Features Intersected: TARREY CREEK, Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000158, Location: SEC_36_T14N_R 2E B (Lat: 33.100433, Lng: -90.047394), Route carried "on" structure: County highway 55, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LOCAL STREAM, Facility Carried by Structure: ARENIA MALLORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000158, Location: SEC_36_T14N_R 2E B (Lat: 33.100433, Lng: -90.047394), Route carried "on" structure: County highway 55, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LOCAL STREAM, Facility Carried by Structure: ARENIA MALLORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000159, Location: SEC_36_T14N_R 2E B (Lat: 33.100467, Lng: -90.045106), Route carried "on" structure: County highway 55, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LOCAL STREAM, Facility Carried by Structure: ARENIA MALLORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000159, Location: SEC_36_T14N_R 2E B (Lat: 33.100467, Lng: -90.045106), Route carried "on" structure: County highway 55, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LOCAL STREAM, Facility Carried by Structure: ARENIA MALLORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA260000000016, Location: SEC 36 T15N R 2E (Lat: 33.104619, Lng: -90.050644), Route carried "on" structure: County highway 51, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LOCAL STREAM, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA260000000016, Location: SEC 36 T15N R 2E (Lat: 33.104619, Lng: -90.050644), Route carried "on" structure: County highway 51, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LOCAL STREAM, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000165, Location: SEC 36 T14N R 2E (Lat: 33.115794, Lng: -90.045494), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 720 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2039), Design Load: H 15, Features Intersected: MOCCASIN CREEK, Facility Carried by Structure: MLK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000165, Location: SEC 36 T14N R 2E (Lat: 33.115794, Lng: -90.045494), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 720 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2039), Design Load: H 15, Features Intersected: MOCCASIN CREEK, Facility Carried by Structure: MLK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA260000000A101, Location: SEC 21 T15N R 3E (Lat: 33.131475, Lng: -89.996283), Route carried "on" structure: County highway 60, Year Built: 2021, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: RAYNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.842, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA260000000A101, Location: SEC 21 T15N R 3E (Lat: 33.131475, Lng: -89.996283), Route carried "on" structure: County highway 60, Year Built: 2021, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: RAYNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.842, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3100000000001, Location: SEC 2 T 1N R10E (Lat: 31.958889, Lng: -89.236583), Route carried "on" structure: County highway 307, Year Built: 2010, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: BCH OF TALLAHOMO CK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2020)
Structure Number: SA3100000000001, Location: SEC 2 T 1N R10E (Lat: 31.958889, Lng: -89.236583), Route carried "on" structure: County highway 307, Year Built: 2010, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: BCH OF TALLAHOMO CK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2020)
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Structure Number: SA310000000015, Location: SEC 28 T12N R10E (Lat: 31.983533, Lng: -89.287617), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 250 (year 2041), Design Load: H 15, Features Intersected: RAILROAD TRACK, Facility Carried by Structure: EAST FIRST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $150,000, Total Project Cost: $800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA310000000015, Location: SEC 28 T12N R10E (Lat: 31.983533, Lng: -89.287617), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 250 (year 2041), Design Load: H 15, Features Intersected: RAILROAD TRACK, Facility Carried by Structure: EAST FIRST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $150,000, Total Project Cost: $800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place